CN204040588U - A kind of anti-offset assembly of power transmission tower frame - Google Patents
A kind of anti-offset assembly of power transmission tower frame Download PDFInfo
- Publication number
- CN204040588U CN204040588U CN201420496850.0U CN201420496850U CN204040588U CN 204040588 U CN204040588 U CN 204040588U CN 201420496850 U CN201420496850 U CN 201420496850U CN 204040588 U CN204040588 U CN 204040588U
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- China
- Prior art keywords
- terminal pad
- tower body
- base
- holddown groove
- central post
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Abstract
The utility model discloses a kind of anti-offset assembly of power transmission tower frame, comprise tower body, tower body top is symmetrically arranged with several insulator strings, described tower body internal symmetry is provided with two supports and a base, base is provided with holddown groove, support is articulated with in holddown groove, insulator string is arranged on two supports respectively, chute is provided with inside support, slide between two chutes and be provided with cross bar, the two ends of cross bar are provided with the spring body be connected in chute, and the both sides of holddown groove are also provided with triangle fixed mount; Be provided with terminal pad below base, be provided with link between base and terminal pad, link comprises central post, is provided with annular projection in the middle part of central post, is staggeredly equipped with several the first reinforcing ribs between the two ends of central post and annular projection.The utility model can improve the deficiencies in the prior art, improves pylon to the buffering of rocking transmitted by cable.
Description
Technical field
The utility model relates to a kind of power transmitting device, especially a kind of anti-offset assembly of power transmission tower frame.
Background technology
Power transmission tower frame is requisite bracing or strutting arrangement in transmission line of electricity, and its stability has vital effect for whole transmission system.Chinese utility model patent CN 203096780U and CN201232194Y individually discloses two kinds of different pylon structures, improves the fastening devices bottom it, improves the stability of pylon.But out of doors in environment for use, the main stress point of pylon is at its top, and cable can drive insulator string to produce and rock, thus is passed to pylon itself.Known by lever principle, this structure of only carrying out reinforcing in bottom cannot bear larger moment.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of anti-offset assembly of power transmission tower frame, can solve the deficiencies in the prior art, improves pylon to the buffering of rocking transmitted by cable.
For solving the problems of the technologies described above, technical solution adopted in the utility model is as follows.
A kind of anti-offset assembly of power transmission tower frame, comprise tower body, tower body top is symmetrically arranged with several insulator strings, described tower body internal symmetry is provided with two supports and a base, base is provided with holddown groove, support is articulated with in holddown groove, insulator string is arranged on two supports respectively, chute is provided with inside support, slide between two chutes and be provided with cross bar, the two ends of cross bar are provided with the spring body be connected in chute, the inwall of holddown groove is provided with rubber layer, the mid portion of rubber layer is provided with depressed part, the both sides of depressed part are provided with jut, metallic struts is provided with in jut, the both sides of holddown groove are also provided with triangle fixed mount, be provided with terminal pad below base, be provided with link between base and terminal pad, link comprises central post, is provided with annular projection in the middle part of central post, is staggeredly equipped with several the first reinforcing ribs between the two ends of central post and annular projection.
As preferably, described terminal pad top is fixedly connected with tower body, and be provided with threaded column bottom terminal pad, tower body is provided with thread bush, threaded column is socketed in thread bush.
As preferably, described tower body is positioned at part above terminal pad and the part be positioned at below terminal pad is respectively arranged with independently the second reinforcing rib.
The beneficial effect adopting technique scheme to bring is: the utility model is provided with support at the top of pylon, when cable be subject to external force produce rock time, cable drives support to move up and down, when side support-moving, opposite side support can produce rightabout movement under the drive of cross bar, and this will offset the amplitude that both sides cable rocks.When support moves in holddown groove, support and rubber layer produce Relative friction, produce inhibitory action to the mobile of support.The jut of rubber layer both sides can increase the frictional force to support, and inner metallic struts achieves the linear increase of support frictional force along with the increase of open angle.Whole pylon be divide into two independently parts by terminal pad, the twisting resistance that base absorbs is passed to terminal pad by central post, by terminal pad, twisting resistance is converted into the extruding force of vertical direction, thus avoid sliding for producing bottom pylon or reversing, improve whole pylon and resist the ability of rocking.First reinforcing rib can strengthen the intensity of central post.On pylon, two independently the second reinforcing ribs, can ensure that pylon can not produce the twisting of globality.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the utility model detailed description of the invention.
Fig. 2 is the schematic diagram of holddown groove in the utility model detailed description of the invention.
Fig. 3 is the schematic diagram of rubber layer in the utility model detailed description of the invention.
In figure: 1, tower body; 2, insulator string; 3, support; 4, base; 5, holddown groove; 6, chute; 7, cross bar; 8, spring body; 9, rubber layer; 10, depressed part; 11, jut; 12, metallic struts; 13, terminal pad; 14, central post; 15, annular projection; 16, the first reinforcing rib; 17, threaded column; 18, thread bush; 19, the second reinforcing rib; 20, the first spud pile; 21, the second spud pile; 22, Z-shaped brace; 23, triangle fixed mount.
Detailed description of the invention
The standardized element used in the utility model all can be commercially, shaped piece all can carry out customized according to manual with the record of accompanying drawing, the concrete connected mode of each part all adopts the conventional means such as bolt, rivet, welding, stickup ripe in prior art, is not described in detail in this.
With reference to Fig. 1-3, the utility model detailed description of the invention comprises tower body 1, tower body 1 top is symmetrically arranged with several insulator strings 2, described tower body 1 internal symmetry is provided with two supports 3 and a base 4, base 4 is provided with holddown groove 5, support 3 is articulated with in holddown groove 5, insulator string 2 is arranged on two supports 3 respectively, chute 6 is provided with inside support 3, slide between two chutes 6 and be provided with cross bar 7, the two ends of cross bar 7 are provided with the spring body 8 be connected in chute 6, the inwall of holddown groove 5 is provided with rubber layer 9, the mid portion of rubber layer 9 is provided with depressed part 10, the both sides of depressed part 10 are provided with jut 11, metallic struts 12 is provided with in jut 11, the both sides of holddown groove 5 are also provided with triangle fixed mount 23, terminal pad 13 is provided with below base 4, link is provided with between base 4 and terminal pad 13, link comprises central post 14, is provided with annular projection 15 in the middle part of central post 14, is staggeredly equipped with several first reinforcing ribs 16 between the two ends of central post 14 and annular projection 15.When cable be subject to external force produce rock time, cable drive support 3 move up and down, when a side stand 3 moves, opposite side support 3 can produce rightabout movement under the drive of cross bar 7, and this will offset the amplitude that both sides cable rocks.When support 3 is mobile in holddown groove 5, support 3 and rubber layer 9 produce Relative friction, produce inhibitory action to the mobile of support 3.The jut 11 of rubber layer 9 both sides can increase the frictional force to support 3, and inner metallic struts 12 achieves the linear increase of support 3 frictional force along with the increase of open angle.Described terminal pad 13 top is fixedly connected with tower body 1, threaded column 17 is provided with bottom terminal pad 13, tower body 1 is provided with thread bush 18, threaded column 17 is socketed in thread bush 18, whole pylon be divide into two independently parts by terminal pad 13, and the twisting resistance that base 4 absorbs is passed to terminal pad 13 by central post 14, by terminal pad 13, twisting resistance is converted into the extruding force of vertical direction, thus avoid sliding for producing bottom pylon or reversing, improve whole pylon and resist the ability of rocking.First reinforcing rib 16 can strengthen the intensity of central post 14.The part that described tower body 1 is positioned at above terminal pad 13 is respectively arranged with independently the second reinforcing rib 19 with the part be positioned at below terminal pad 13, can ensure that pylon can not produce the twisting of globality.
In addition, the bottom symmetrical of tower body 1 is provided with the first identical spud pile 20 and the second spud pile 21 of quantity, the length of the first spud pile 20 and the length ratio of the second spud pile 21 are be provided with Z-shaped brace 22 between the 3: 2, first spud pile 20 and the second spud pile 21.Length ratio be 3: 2 two kinds of spud piles can form two-layer stress surface bottom tower body 1, between the first spud pile 20 and the second spud pile 21 arrange Z-shaped brace 22 two stress surfaces can be made to form an entirety, improve stability.
More than show and describe general principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; what describe in above-described embodiment and manual just illustrates principle of the present utility model; under the prerequisite not departing from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (3)
1. the anti-offset assembly of a power transmission tower frame, comprise tower body (1), tower body (1) top is symmetrically arranged with several insulator strings (2), it is characterized in that: described tower body (1) internal symmetry is provided with two supports (3) and a base (4), base (4) is provided with holddown groove (5), support (3) is articulated with in holddown groove (5), insulator string (2) is arranged on two supports (3) respectively, support (3) inner side is provided with chute (6), slide between two chutes (6) and be provided with cross bar (7), the two ends of cross bar (7) are provided with the spring body (8) be connected in chute (6), the inwall of holddown groove (5) is provided with rubber layer (9), the mid portion of rubber layer (9) is provided with depressed part (10), the both sides of depressed part (10) are provided with jut (11), metallic struts (12) is provided with in jut (11), the both sides of holddown groove (5) are also provided with triangle fixed mount (23), base (4) below is provided with terminal pad (13), link is provided with between base (4) and terminal pad (13), link comprises central post (14), central post (14) middle part is provided with annular projection (15), is staggeredly equipped with several first reinforcing ribs (16) between the two ends of central post (14) and annular projection (15).
2. the anti-offset assembly of power transmission tower frame according to claim 1, it is characterized in that: described terminal pad (13) top is fixedly connected with tower body (1), terminal pad (13) bottom is provided with threaded column (17), tower body (1) is provided with thread bush (18), threaded column (17) is socketed in thread bush (18).
3. the anti-offset assembly of power transmission tower frame according to claim 2, is characterized in that: the part that described tower body (1) is positioned at terminal pad (13) top is respectively arranged with independently the second reinforcing rib (19) with the part being positioned at terminal pad (13) below.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420496850.0U CN204040588U (en) | 2014-08-22 | 2014-08-22 | A kind of anti-offset assembly of power transmission tower frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420496850.0U CN204040588U (en) | 2014-08-22 | 2014-08-22 | A kind of anti-offset assembly of power transmission tower frame |
Publications (1)
Publication Number | Publication Date |
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CN204040588U true CN204040588U (en) | 2014-12-24 |
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CN201420496850.0U Expired - Fee Related CN204040588U (en) | 2014-08-22 | 2014-08-22 | A kind of anti-offset assembly of power transmission tower frame |
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CN (1) | CN204040588U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110499945A (en) * | 2019-05-30 | 2019-11-26 | 武汉明心电力科技有限公司 | A kind of electric power line pole tower advanced composite material (ACM) insulator crossarm |
CN112392318A (en) * | 2019-08-13 | 2021-02-23 | 绍兴文理学院元培学院 | Assembled cantilever beam power transmission tower |
-
2014
- 2014-08-22 CN CN201420496850.0U patent/CN204040588U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110499945A (en) * | 2019-05-30 | 2019-11-26 | 武汉明心电力科技有限公司 | A kind of electric power line pole tower advanced composite material (ACM) insulator crossarm |
CN112392318A (en) * | 2019-08-13 | 2021-02-23 | 绍兴文理学院元培学院 | Assembled cantilever beam power transmission tower |
CN112392318B (en) * | 2019-08-13 | 2022-04-05 | 绍兴文理学院元培学院 | Assembled cantilever beam power transmission tower |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141224 Termination date: 20180822 |
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CF01 | Termination of patent right due to non-payment of annual fee |